钢拱架的英文

• steel centering

• "钢"英文翻译    sharpen; strop; whet
• "拱架"英文翻译    bow member; lagging jack; ar ...
• "拱式钢拱架" 英文翻译 :    steel arch centering
• "梁式钢拱架" 英文翻译 :    steel beam centering
• "加固的钢拱架" 英文翻译 :    braced steel arch
• "拱架" 英文翻译 :    bow member; lagging jack; arch centering; arch centre; coom◇拱架吊钩 arch hook; 拱架集材 arch logging; 拱架柱 truch column
• "钢拱顶" 英文翻译 :    steel dome
• "单拱架" 英文翻译 :    turning piece
• "拱架柱" 英文翻译 :    truch column
• "木拱架" 英文翻译 :    wood centering
• "尾拱架" 英文翻译 :    stern frame arch
• "槽形钢拱" 英文翻译 :    channel steel arch
• "层状钢拱" 英文翻译 :    steel lamella dome
• "钢拱形棚子" 英文翻译 :    arch sets
• "钢拱支撑" 英文翻译 :    steel-arched support
• "钢拱支架" 英文翻译 :    steel arch support
• "工字钢拱" 英文翻译 :    i arch
• "锚固钢拱" 英文翻译 :    anchored steel arch
• "拆除拱架 拆卸拱架" 英文翻译 :    decentering
• "安全拱架" 英文翻译 :    safety arch
• "拆除拱架" 英文翻译 :    decentering; striking of arch
• "拆卸拱架" 英文翻译 :    decentering; uncentering
• "船尾拱架" 英文翻译 :    bridge arch; propeller arch
• "叠桁式拱架" 英文翻译 :    double-layer-truss centering
• "拱架吊钩" 英文翻译 :    arch hook

• Application of steel arch centering in pedstrian bridge design
  钢拱架在人行过街天桥设计中的应用
• Braced steel arch
  加固的钢拱架
• A finite - element analysis was carried out to study the stress performance of the steel girders
  借助有限元方法，分析了钢拱架的受力性能。
• The biggest force of monitoring cable was 130kn ( 340mpa ) , it smallest safety factor was 1 . 25
  钢拱架受力总体较小，其最大值一般在10 15kn以内。
• This thesis takes a typical project - - the natatorium of the sports center , xuzhou normal university - - as a case to study the theory and practice of the design and the construction of the variant steel arched girder
  本文以典型的工程? ?徐州师范大学体育中心游泳馆为实例，从理论和实践上研究了变异钢拱架结构的设计和施工。
• At the same time , the thesis analyses the time - state curve of the axial force and bending moment of the steel framework and the axial force of the anchor bolt . the analysis results are compared with the results of the fem calculation
  同时，论文对现场监控量测获得的钢拱架轴力弯矩时态曲线以及锚杆轴力时态曲线进行了分析，并与理论计算进行了比较，验证。
• Finally , the thesis primarily sets up the internal force model of the supporting structure system in the bi - arch tunnel , namely , the distribution model of the surrounding rock ' s pressure , the internal force model of the steel framework and the axial force model of the anchor bolt , and these results can have the guiding significance to the design and construction of the similar tunnel engineering
  最后，结合有限元的理论计算及现场实测数据的分析，初步建立了双连拱隧道支护结构体系的内力模型，即：围岩土压力模型、初期支护钢拱架内力(主要为轴力和弯矩)模型以及锚杆轴力模型。充分理解和阐述了构件的工作状态，对今后类似隧道工程的设计和施工具有一定的指导意义。
• Through the fem calculation and the analyzing data of the field , the result is that the central wall mainly endures the vertical pressure from the structure transferring and its bending moment is relatively less and its position of the maximum value of the bending moment locates in the joint between the central wall and the steel framework
  通过有限元计算和对现场监控量测数据的分析，论文得出：中隔墙主要承受结构传递的竖向压力，弯矩值较小；钢拱架的轴力以受压为主，弯矩值在中隔墙上方位置处最大。
• After an introduction to the research on the software for the design of the variant steel arched girder construction , the creation of the structural model , the structure of the supporting seat , the design of the variant arched girder , and the measures taken to ensure the stability of the plane surface of the arched girder , the thesis goes to study the methods for the hoisting and the angle setting of the long - span arched girders , as well as the bolting of the axle pin in the hinge support
  论文首先对变异钢拱架结构设计可采用的软件、结构模型的建立、支座构造形式、变异拱梁的设计，以及保证拱梁平面外稳定所采取的措施等进行了研究，然后研究了大跨度变异钢拱架弧形梁吊装、角度的调整、铰支座穿轴销等的施工方法，最后对施工完成后的位移进行了实际量测。
• In view of the external form of the roof construction , it was decided that the variant steel arched girder should be composed of a higher straddle and a lower straddle , with a stump welded between the two straddles . the straddles are two arc - shaped roofs of different curve rates , and each of the straddles is made up of segments of various curve rates
  根据实际工程屋盖建筑的外形，确定变异钢拱架分高跨和低跨部分，中间采用短柱焊接成一整体，高跨和低跨由两个不同曲率的弧组成，且每一跨又有多个曲率。